Journal of Power System Engineering (동력기계공학회지)
- Volume 2 Issue 1
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- Pages.59-66
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- 1998
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- 2713-8429(pISSN)
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- 2713-8437(eISSN)
Longitudinal and Flexural Vibration Analysis of a Beam Type Structure by Transfer Stiffness Coefficient Method
전달강성계수법에 의한 보형구조물의 종.굽힘진동해석
- Published : 1998.06.30
Abstract
The authors have studied vibration analysis algorithm which was suitable to the personal computer. Recently, we presented the transfer stiffness coefficient method(TSCM). This method is based on the concept of the transfer of the nodal dynamic stiffness coefficients which are related to force and displacement vectors at each node. In this paper, we describes the general formulation for the longitudinal and flexural coupled vibration analysis of a beam type structure by the TSCM. And the superiority of the TSCM to the finite element method(FEM) in the computation accuracy, cost and convenience was confirmed by results of the numerical computation and experiment.
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